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CONSORCIOGENERAL

ANEXO 1FIGURAS

1

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4/29/08 1(:62

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b,=,=====SAP2000 v11.0.0 - File Tipo 1A-2, Z = 0.20 - 1.20m - 3-D View - KN, m, e Units

CONSORCIOGENERAL

...•000038

ANEXO 2.0DA TOS DE ENTRADA

VERSiÓN 0.0

DISEÑO ESTRUCTURAL CONEXIONESCONEXiÓN TIPO 1A-2/2A-2/3A-2/3B-2/1 B-2/1C-2/1 0-2

CONSORCIOGENERAL

ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 38- AEROPUERTO EL DORADO - AV. JOSE

CELESTINO MUTIS) EN BOGOTA D.C

ALC~~.'e!(j{

----¡;:;;;;--EOI..CACION

Table: Material properties 01 - General, Part 1 of

Material Type SymType TempDepend ColorText Text Text Yes/No Text

28 Mpa Concrete Isotropic No MagentaA615Gr60 Rebar Uniaxial No WhiteA992Fy50 Steel Isotropic No Red

GUrDText

...• 000037

Table: Material properties 01 ~ General, Part 2 of 2

MaterialText

NotesText

28 Mpa Normalweight f'e = 4 ksi added 27/02/2008 14:36:30A615Gr60 ASTM A615 Grade 60 added 27/02/2008 14:38:39A992Fy50 ASTM A992 Fy=50 ksi added 27/02/2008 14:36:30

Table: Material Properties 02 - Basie Mechanical Properties

Material UnitWeight UnitMass El G12 U12 AlText KN/m3 KN-s2!m4 KN!m2 KN!m2 Unitless l!C

28 Mpa .3563E+01 .4028E+00 20636860.00 8598691 .67 O .200000 .9000E-06A615Gr60 7 .6973E+01 7.8490E+00 199947978 .8 .1700E-05A992Fy50 .6973E+01 7.8490E+00 199947978.8 76903068 .77 O. 300000 .1700E-05

Table: Material Properties 03a - Steel Data, Part 1 of

Material Fy Fu EffFy EffFu SSCUrveOpt SSHysType SHard SMaxText KN!m2 KN/m2 KN/m2 KN!m2 Text Text Unitless Unitless

) A992Fy50 344737.89 448159.26 379211. 68 492975.19 Simple Kinematic 0.015000 0.110000

Table: Material Properties 03a - Steel Data, Part 2 of 2

Material SRupText Unitless

A992Fy50 0.170000

Table: Material Properties 03b - Concrete Data

Material Fe LtWtCone SSCUrveOpt SSHysType SFe SCap FAngle DAngleText KN/m2 Yes/No Text Text Unitless Unitless Degrees Degrees

28 Mpa 28000.00 No Simple Kinematic 0.002000 0.005000 0.000 0.000

Table: Material Properties 03e - Rebar Data, Part 1 of

Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard SCapText KN!m2 KN/m2 KN!m2 KN/m2 Text Text Unitless Unitless

A615Gr60 413685.47 620528.21 455054.02 682581.03 Simple Kinematic 0.010000 0.090000

Table: Material properties 03e - Rebar Data, Part 2 of 2

Material UseCTDefText Yes!No

A615Gr60 No

Table: Material Properties 06 - Damping Parameters

Material ModalRatio VisMass VisStiff HysMass HysStiffText Unitless l!See See 1!See2 Unitless

28 Mpa 0.0000 O .0000 0.0000 0.0000 0.000000/"'\ A615Gr60 0.0000 .0000 O .0000 0.0000 O .000000I A992Fy50 0.0000 .0000 0.0000 0.0000 0.000000

1/8 Anexo No.2.0, Datos de Entrada

CONSORCIOGENERAL

DISEÑO ESTRUCTURAL CONEXIONESCONEXiÓN TIPO 1A-2/2A-2/3A-2/3B-2/1B-2/1C-2/1D-2

VERSiÓN 0.0 ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3' - AEROPUERTO EL DORADO - AV. JOS ECELESTINO MUTIS) EN BOGOTA D.C

ALC=YOR

EDLCAClON

SAP2000 v11. O.O 2/29/08 14,30,05

/~ AreaText

MeshTypeText

Table, Area Auto Mesh Assignments, Part 1 of 2

MeshGroupText

1 GeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneralGeneral

7

101112131415161718212223242526282930

Table, Area Edge Constraint Assignments

Area Constrained'l'ext Yes/No

YesYesYes

4 Yes5 Yes

YesYesYesYes

10 Yes11 Yes12 Yes13 Yes14 Yes15 Yes16 Yes17 Yes18 Yes20 Yes21 Yes22 Yes23 Yes24 Yes25 Yes26 Yes27 Yes28 Yes29 Yes30 Yes

GenMaxSizem

ALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALLALL

.500000

.500000

.5000000.500000

.500000

.500000

.500000

.500000

.5000000.5000000.5000000.5000000.5000000.5000000.5000000.5000000.5000000.500000

.500000

.500000

.5000000.5000000.500000

.500000

.5000000.500000

LocalEdgeYes/No

NoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNo

LocalFaceYes/No


SuppEdgeYes/No


SuppFaceYes/No


2/8 Anexo NO.2.0, Datos de Entrada

CONSORCIOGENERAL

DISEÑO ESTRUCTURAL CONEXIONESCONEXiÓN TIPO 1A-2/2A-2/3A-2/3B-2/1B-2/1C-2/1D-2

AI.C~~'e!CR--=-EDUCAClCI(VERSiÓN 0.0 ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3" - AEROPUERTO EL DORADO - AV. JOS E


Table: Area Section Assignments

AreaText

SectionText

123

TapaFondo

TapaTapaTapa

FondoTapaTapa

FondoFondoMurosMurosMurosMurosMurosMurosMurosFondo

TapaMurosMurosMurosMurosFondoFondo

TapaMurosMurosMuros

1011121314151617182021222324252627282930

Table, Area Section Properties, Part

Section Material MatAngleText Text Degrees

Fondo 28 Mpa 0.000Muros 28 Mpa 0.000

Tapa 28 Mpa 0.000

MatPropText

DefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefaultDefault

.,$ n00036

of 4

AreaTypeText

Thickness BendThiek Are rncompm m Degrees Yes/No

0.250000 0.250000O .250000 0.2500000.250000 0.250000

TypeText

ShellShellShell

Shell-ThinShell-ThinShell-Thin

Table, Area Section Properties, Part 2 of 4

Section CoordSys Color TotalWt TotalMass F11Mod F22Mod F12ModText Text Text KN KN-s2/m Unitless Unitless Unitless

Fondo Green 45.688 4.66 1.000000 1.000000 1.000000Muros Green 121.361 12.38 1.000000 1.000000 1.000000

Tapa 16744448 36.390 3.71 1.000000 1.000000 1.000000

Table, Area Section Propertie s I Part 3 of

Section M11Mod M22Mod M12Mod V13Mod V23Mod MMod WModText Unitless Unitless Unitless Unitless Unitless Unitless Unitless

Fondo 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 l.000000Muros 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Tapa 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table: Area Section Properties, Part 4 of 4

Section GUrD NotesText Text Text

Fondo Added 27/02/2008 14,39,41Muros Added 27/02/2008 14,40,02

Tapa Added 27/02/2008 14,39,21


I

CONSORCIO DISEÑO ESTRUCTURAL CONEXIONES 1]GENERAL CONEXiÓN TIPO 1A-2 / 2A-2 / 3A-2 / 38-2 / 18-2 /1 C-2 /10-2

VERSIÓN 0.0 ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3" - AEROPUERTO EL DORADO - AV. JOSEALC~~YOR

CELESTINO MUTIS) EN BOGOTA D.C EDUCAClON

SectionText

'rabIe: Area Section Property Design Parameters

RebarMatText

NaneNaneNane

AreaText

Table: Area Spring Assignments

10182526

SimpleSimpleSimpleSimpleSimpleSimpleSimple

RebarOptText

DefaultDefaultDefault

TypeText

StiffnessKN/m/m2

12000.0012000.0012000.0012000.0012000.0012000.0012000.00

'rable: Connectivity - Area, Part 1 of 2

AreaText

NurnJointsUnitless

JointlText

13

46

44

4

AreaText

Table: Connectivity - Area, Part 2 of 2

CentroidXm

45

789

101111121314151616171820202122232425262727282930

Volumem3

2345

.3625000.3625000.301976

.362500

.185938

.362500

-1.90000-1.90000-0.75569

.900000.937501.90000

749515559203237122438312910224038311132275

526115

375

14152865191917

SimpleTypeText

Compression OnlyCompression OnlyCompression OnlyCompression OnlyCompression OnlyCompression OnlyCompression Only

Joint2Text

CentroidYm

.598E-17

.783E-17-7.077E-174.598E-175.559E-17

.783E-17

2427408

323929309

30182432123128

51621048

5506614179

Joint3Text

505256

CentroidZm

2.490000.940002.390001.450001.350000.00000

125357

222539

3029

25

2922202428

26142663

12

16134960161315

FaceText

TOpTopTopTopTopTopTop

Joint4Text

DirlTypeText

Normal To FaceNormal To FaceNormal To FaceNormal To FaceNormal To FaceNormal To FaceNormal To Face

Perimeterm

105458

.900000

.900000

.613055

NormalDirText

InwardInwardInwardInwardInwardInwardInward

AreaAream2

.4500001.4500001.207903

1.4500000.7437501.4500000.4308130.430813

.430813

.025000

.825000

0.3935891.4500001.4500000.393589

.825000

.8200000.3625000.232077

.4373211.5500000.4373211.5500000.0187500.0187500.232077

0.1260001.2180000.126000

1830381022311126

4.9000004.3500004.9000003.8164413.8164413.8164418.1000009.180000

3939373827

3.316441.900000.900000.316441.180000

251360

.580000

.400000

.881527

57

16

.599768

.100000

.5997685.1000000.6915480.6915482.88152764

111413

1.9800004.5800001.980000

GUIDText


CONSORCIOGENERAL

DISEÑO ESTRUCTURAL CONEXIONESCONEXiÓN TIPO 1A-2/ 2A-2/ 3A-2 / 3B-2/1 B-2 /1 C-2 /1 D-2

VERSiÓN 0.0 ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3' - AEROPUERTO EL DORADO - AV. JOS ECELESTINO MUTIS) EN BOGOTA D.C

Table: Connectivity - Area, Part of 2

Table: Coordinate Systems

AreaText

Volumem3

78

0.107703.107703

0.107703l.0062501.206250

101111121314151616171820202122232425262727282930

0.0983970.3625000.3625000.0983971.206250

0.4550000.0906250.058019

0.1093300.3875000.1093300.3875000.0046880.0046880.058019

0.0315000.3045000.031500

GLOBAL

Name TypeText Text

Cartesian

Tab1e, Grid Lines, Part 1 of 2

CoordSys AxisDirText Text

GLOBAL XGLOBAL XGLOBAL XGLOBAL XGLOBAL XGLOBAL XGLOBAL XGLOBAL XGLOBAL XGLOBAL YGLOBAL YGLOBAL YGLOBAL YGLOBAL YGLOBAL ZGLOBAL ZGLOBAL ZGLOBAL ZGLOBAL ZGLOBAL ZGLOBAL Z

CentroidXm

-lo271091.271091.27109

4.606E-17-0.08588

1.278091.900001.900001.27809

-0.08588

CentroidYm

CentroidZm

.563E-17

.656E-177.300E-175.999E-17

-0.87500

.438441.398440.051560.100001.18775

-0.79815-0.72500

0.725000.798150.87500

0.725000.725000.725000.725001.18775

GUIDText

AboutYDegrees

visibleYes/No

YesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYes

0.000

AboutXDegrees

0.000

BubbleLocText

EndEndEnd

StartEnd

StartEndEndEndEndEndEndEndEndEndEndEndEndEndEndEnd

Al.C~~,,~!OR--¡;;;;;;;--<!,u:.",,'"

0.72500 -1.623E-18-1.27500 4.598E-17

0.46436 -0.66937

1.870000.940002.39000

-1.27639-1.90000-l.27639-1.90000-l.23333-l.23333

0.46436

-1.15000-l.15000-1.15000

.00000

GridIDText

zlz2z3z4z5z6z7

-0.799170.72500O .79917

-0.725000.77500

-0.775000.66937

1.690281.715001.690281.715000.94000

.94000

.39000

.•..,l ~O:0035

0.800004.844E-17

-0.80000

0.520000.520000.52000

X

m

y

mAboutz

DegreesZm

0.00000 0.000.00000

XRYZCoordm

LineTypeText

LineColorText

ABC

-2.40000-l.40000-l.15000-0.72500

0.000000.725001.15000l.400002.40000

-0.87500-0.72500

0.00000.72500

0.875000.000000.100000.94000l.35000l.450002.390002.49000

PrimaryprirnaryPrirnary

SecondaryPrimary

SecondaryPrimaryPrimaryPrimaryPrimaryPrimaryPrimaryPrimaryPrimaryPrimaryPrimaryprimaryPrimaryPrimaryPrimaryPrimary

Gray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8DarkGray8Dark

DEF


CONSORCIO DISEÑO ESTRUCTURAL CONEXIONES 1]GENERAL CONEXiÓN TIPO 1A-2/2A-2/3A-2/3B-2/1B-2/1C-2/1D-2

ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3' - AEROPUERTO EL DORADO - AV. JOSEAl.C~~~~YOR

VERSiÓN 0.0 ----=--CELESTINO MUTIS) EN BOGOTA D.C EDl..CAClON

JointText

Table: Joint Coardinates, Part of 2

CoordTypeText

-~t\~f\~a •~.,ttIU~j;.3'

45

910111213141516171819202224252627282930313237383940495051525354555657585960616263646566

CoordSysText

GLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGr"OBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBAr"GLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBALGLOBAL

CartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCart.es ianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesianCartesian

-2.40000-2.40000-2.40000-2.40000-1.40000-1.40000-1.40000-1.40000-1.15000-1.15000-1.15000-1.15000-1.15000-1.15000-1.15000-1.15000-1.150002.40000

-1.150002.400001.400001.400000.72500

.725000.72500

.72500

.15000

.15000

.15000

.15000

.40000

.400001.400002.400000.000000.000000.000000.00000

-0.27740-0.51270-0.66980-0.72500-0.66980-0.51270-0.27740

.725000.669800.512700.277400.277400.512700.66980

XorRm

-0.72500-0.725000.725000.72500

-0.72500-0.725000.725000.72500

-0.87500-0.87500

.875000.87500

-0.725000.72500

-0.875000.87500

-0.72500-0.725000.725000.72500

-0.725000.72500

-0.87500-0.87500

.87500

.87500-0.87500-0.87500

.87500

.87500

.725000.72500

-0.72500-0.725000.725000.87500

-0.87500-0.72500-0.66980-0.51270-0.277400.000000.277400.51270

.669800.00000

-0.27740-0.51270-0.669800.669800.512700.27740

y

m

0.940002.490000.940002.490000.940002.490000.940002.49000

.100002.390000.100002.390000.94000

.940000.940000.940000.100001.450000.100001.450001.450001.450001.350002.390001.35000

.39000

.1000035000

.10000

.35000

.00000

.00000

.00000

.000002.390002.390002.390002.390002.390002.390002.390002.390002.39000

.390002.390002.390002.390002.390002.390002.390002.390002.39000

Z

mSpecialJt

Yes/NoGlobalX

m

NoNoNoNoNoNoNoNoNoNoNoNo

YesYesYesYesYesNo

YesNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNoNONoNoNoNoNoNo

-2.40000-2.40000-2.40000-2.40000-1.40000-1.40000-1.40000-1.40000-1.15000-1.15000-1.15000-1.15000-1.15000-1.15000-1.15000-1.15000-1.150002.40000

-1.150002.400001.400001.400000.725000.725000.725000.72500

.15000

.150001.150001.15000

.40000

.400001.400002.40000

.000000.000000.000000.00000

-0.27740-0.51270-0.66980-0.72500-0.66980-0.51270-0.277400.725000.669800.512700.277400.277400.51270

.66980

6/8 Anexo No.2.0, Datos de Entrada

CONSORCIOGENERAL

.0ISEÑO ESTRUCTURAL CONEXIONESCONEXiÓN TIPO 1A-2/ 2A-2/ 3A-2 / 3B-2 /1 B-2 /1C-2/1 0-2

VERSiÓN 0.0ALC~~.'~~!OR----c;;;;;;--

E[)l.CAClCHESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3' - AEROPUERTO EL DORADO - AV. JaSE


Table, Joint Coordina tes, Part 2 of 2

Joint GlobalY GlobalZ GUIDText m m Text

1 -0.72500 O .94000 000034-0.72500 2.49000 •l'0.72500 0.940000.72500 2.49000

5 -0.72500 0.940006 -0.72500 2 .49000

0.72500 o. 940000.72500 2 .49000

-0.87500 O .1000010 -0.87500 2.3900011 0.87500 0.1000012 0.87500 2.3900013 -0.72500 0.9400014 0.72500 0.9400015 -0.87500 0.9400016 0.87500 0.9400017 -0.72500 0.1000018 -0.72500 .4500019 0.72500 .1000020 0.72500 1.4500022 -0.72500 1.4500024 0.72500 1 .4500025 -0.87500 1.3500026 -0.87500 .3900027 0.87500 1 .3500028 0.87500 .3900029 -0.87500 .1000030 -0.87500 1.3500031 0.87500 0.1000032 0.87500 1.3500037 0.72500 0.0000038 0.72500 0.0000039 -0.72500 0.0000040 -0.72500 O. 0000049 O. 72500 .3900050 0.87500 .3900051 -0.87500 2.3900052 -0.72500 2 .3900053 -0.66980 2 .3900054 -0.51270 2 .3900055 -O .27740 2 .3900056 .00000 2 .3900057 .27740 .3900058 O .51270 2.3900059 O .66980 2.3900060 0.00000 2.3900061 -0.27740 2.3900062 -0.51270 2.3900063 -0.66980 2.3900064 0.66980 2.3900065 0.51270 2.3900066 0.27740 2.39000

Table, Joint Pattern Assignments

JointText

45678

1011121820

Pattern ValueText Unitless

Empuje 1.575000Empuje 0.800000Empuje 1.575000Empuje 0.800000Empuje 1.575000Empuje 0.800000Empuje 1.575000Empuje 0.800000Empuje 1.995000Empuje 0.850000Empuje 1.995000Empuje 0.850000Empuje 1.320000Empuje 1.320000


CONSORCIO DISEÑO ESTRUCTURAL CONEXIONES 11GENERAL CONEXiÓN TIPO 1A-2/2A-2/3A-2/3B-2/1B-2/1C-2/1D-2

ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3' - AEROPUERTO EL DORADO - AV. JOS EALC~~l:~!OR

VERSiÓN 0.0 ---=;;;--

'1.#. ~.' ,•.•. • .~ CELESTINO MUTIS) EN BOGOTA DC Eto::AClON

?~~~~.¡j '~r1,'.Table: Joint Pattern Assignments

Joint Pattern ValueText Text Unitless

22 Empuje 1.320000,..';,ii-il\':r4_~7:~,!';2 '4$ , Empuje 1.320000

25 Empuje 1.37000026 Empuje 0.85000027 Empuje 1.37000028 Empuje 0.85000029 Empuje 1.99500030 Empuje 1.37000031 Empuje 1.99500032 Empuje 1.37000037 Empuje 2.04500038 Empuje 2.04500039 Empuje 2.04500040 Empuje 2.04500013 Empuje 1.57500014 Empuje 1.57500015 Empuje 1.57500016 Empuje 1.57500017 Empuje 1.99500019 Empuje 1.995000

Table: Joint Restraint Assignments

Joint Ul U2 U3 R1 R2 R3Text Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No

Yes Yes No No No NoYes Yes No No No No

37 Yes Yes No No No No40 Yes Yes No No No No

8/8 Anexo NO.2.0. Datos de Entrada

IlIstHuio de Oes,:no!lo UrbanoCr:f1\r0 de OOC!imc:nt:wóo

CONSORCIOGENERAL

:," 000'033

. )

ANEXO 3ANAL/S/S DE CARGAS

(\

,calcU/Ó:

•Proyecto: Ing. VHG

Fecha:

--_ .._--qevisó:Asunto: Ing. VHG Hoja.ide_ .

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Fp ;;.- p0 /)1o¡yjo k --haue t-t-t tu ¡JI ) /Z! S /l/2¿JOO

fo/I wp/3f41 =- 1.b

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J~ : (Jo/e¡ 11Jd -==- o.P~rffJX?2 wj0'l:3 =- 110W)yf;J7..

r~//uu; c:= ().p¿)¡Y¡J X fq fo4.</(YlJ3:::: //.lIO 14t/rm'

J/) ():ÍlW) - o.(!70) - /25{) '4jd(lo/1:X (od = o.05fP? X :l1/4fm13 - (-ID 1It-t./flY/

re/IUio _- 16fem X 19 ¡/lj/flY)2J _ 3/ /6¿táI)

J. 7) ( ;:.h ()RL - lbV) . \ -. ::? ?6.Idj(u/1l.,.;:- ···.h;··' ~

'''''' "WO"3/ ./. :1~J ....~~I}Ac<f

-.r-!..---J{lJ1 Or!. bhxz ¡lQ.

L -= 'ZO=lO ~ "O:::. ~/TrC4c\.

wrga ¡J

{//1!1-7 ::: L/

(JO/3°0_

75/ktft dI1¡)t.t{) = 1:,=1/

I - 020 }I/(J¡J!. - ~ 6lJcY/Í-

J ::;:. 0.00 Al/IN! - /6r/ tm

!l/oc! - O.6D -,)

J'=- L -f ~ I!tetl f /5t/ = '8 f 2 ff,Q// .¡. 1:,

J I -=. /C,S.1V ~J?> I =. -1Cft/:;.r ~ =)

7'ri (YVl()af;~7 ~//Cl ~ Q¡?/ál fl:¿lq

¡¡;::o 31 rflJ"b ~l

IJJ" I = 28. ~'3 Iiu/(w/-

Proyecto: Calculó: Fecha:Ing. VHG

a~ .Asunto: RevIsó:

Ing. VHG Hoja{/ de_

~o/~fy P'Y.:JO !J1¡}9 REV.: 0.0

- '3.Vüy ln :;5 lIu. ..M()fJ!.. =

;t" COO!l' = 17rs !/rtlJ / ;:::: 2 ~f 7f f-{'.fe r i t ;;Z {/ 'Yr/ ?-l/e = ,~ (.,

;B'=- 1.75 !/al ~ ? ~p7f ~ w= q O lluj(Y!) Z

1:J./l ¡)JY ¡¡'COZ!JE.

-------------..

Y6= 1r¡ /J¿¿/ /'/YJ ~

kb - !J. 56I

l

vj. ....,... )},({'!I/fu f'{ !.

s

1 -+s

s +

".. ,

3'\'

"1-0 1:~.;:.~(5+fIJt¡I)K() = '(ko

!lUto #2.

ro =.= '\(5 ++IC?a)ko

fforo J.{:3.

"fo -= 1:5=::~(s+~,,~V1(0 :: tUo

=

)

ICalculó:•

Proyecto: Ing. VHGFecha:

--------Revisó:Asunto: Ing. VHG Hoja:ide_

REV.:O O

~I¡J uoUoua j +-ilÜo;,¡.ÓO 003B61-0/0 = rr (fo./ id + 167 (lf!)¿1 + ¡32ETI"* -13 oo'

mt/fo 7 7> '( = 4.5 pd= ({) f-;e = 050

~ GR'P 7 - J1-3 ( ,lo Lo f fb1 Lt + 05 E)] >: -f.3

\.(óq id + 282 L/ + 084~ J:.

~ r = 1.3 > ~d ~ 10 " ~e = 1D

: In. ( .1 D /.... , • '" E \ ,. ,/ .p,I ;ti ") I '1 . ./..-ij .•.."]. ,;{~ ,,;t.. " .. ~.-'-'- _. ,_ ... ~I

Í-, j;?p 7T -- ,~. -. ..

I V (7J2? 11 ;=:

NOTA g

1 I ro. , r, .i o(O~ •.••c1 + -1b'-1 E

,.

CONSORCIOGENERAL

DISEÑO ESTRUCTURAL CONEXIONESCONEXiÓN TIPO 1A-2 1 2A-2 1 3A-2 138-2 118-2 11C-2/1 0-2

ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3" - AEROPUERTO EL DORADO - AV. JOSECELESTINO MUTIS) EN BOGOTA D.C , f-

VERSiÓN 0.0

SAP2000 v11.0.0 2/29/08 14,41,34

Tab1e, Load Case Definitions

LoadCase DesignType SelfWtMultText Text Unitless

Pp DEAD l. 000000Ld DEAD O. 000000Ll LIVE 0.000000E HOR EARTH PR 0.000000

AutoLoadText

GUrDText

NotesText

Table: Analysis Case Definitions, Part 1 of 2

Case Type InitialCond ModalCase RunCaseText Text Text Text Yes/No

Pp LinStatic Zero YesMODAL LinModal Zera No

Ld LinStatic Zera YesE LinStatic Zera Yes

Ll LinStatic Zera Yes

GUIDText

Table, Analysis Case Definitions, Part 2 of 2

Case NotesText Text

PpMODAL

LdE

Ll

Table, Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSFText Text Text Unitless

Pp Load case Pp 1.000000Ld Load case Ld 1.000000

E Load case E .000000Ll Load case Ll 1.000000

Table, Area Loads - Surface Pressure

Area LoadCase Face Pressure JtPatternText Text Text KN/m2 Text

11 E Top 19 .00 Empuje12 E Top 19 .00 Empuje13 E Top 19 .00 Empuje14 E Top 19.00 Empuje15 E Top 19 .00 Empuje16 E Top 19 .00 Empuje17 E Top 19 .00 Empuje21 E Top 19. 00 Empuje22 E Top 19. 00 Empuje23 E TOp 19.00 Empuje24 E TOp 19.00 Empuje28 E Top 19.00 Empuje29 E Top 19 .00 Empuje30 E Top 19.00 Empuje

Table, Area Loads - Uniform

Area LoadCase CoordSys Dir UnifLoadText Text Text Text KN/m2

Ld GLOBAL Gravity 12 .50Ll GLOBAL Gravity 28 .23

,~ Ld GLOBAL Gravity 32 .26Ll GLOBAl Gravity .00

ALC~~~~:CR--;;;;:;;;¡--

EC\.CJ\CfON

1/2 Anexo No.3.0, Cargas - Combinaciones

CONSORCIO DISEÑO ESTRUCTURAL CONEXIONES iJGENERAL CONEXiÓN TIPO 1A-2 / 2A-2 / 3A-2 / 38-2 /18-2/1 C-2 /1 D-2

ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3' - AEROPUERTO EL DORADO - AV. JOSEAlC2~l~YOR

VERSl?~.0,1> ji\< ~----=--

(>¡ 11 CELESTINO MUTIS) EN BOGOTA D.C EIll.CACION

~ .... ,'. • ,

Table: Area Loads - Uniform

.i-\ . , Area LoadCase CoordSys Dir UnifLoad'Text Text Text Text KN/m2

5 Ld GLOBAL Gravity 32.265 Ll GLOBAL Gravity 9.00

Ld GLOBAL Gravity 12.50Ll GLOBAL Gravity 28 .23Ld GLOBAL Gravity 32 .26Ll GLOBAL Gravity .00Ld GLOBAL Gravity 12 50Ll GLOBAL Gravity 28 23

20 Ld GLOBAL Gravity 12 .5020 Ll GLOBAL Gravity 28 .2327 Ld GLOBAL Gravity 12 .5027 Ll GLOBAL Gravity 28 .23

Table: Combination Definitions, Part 1 of 3

ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesignText Text Yes/No Text Text Unitless Yes/No

SRV Linear Add No Linear Static Pp .000000 NoSRV Linear Sta tic Ld lo 000000SRV Linear Static Ll 1 .000000

GRP 1 Linear Add No Linear Static Pp 1 .690000 NoGRP 1 Linear Sta tic Ld .690000GRP Linear Static Ll .820000GRP 1 Linear Static E .845000

GRP II Linear Add No Linear Static Pp .690000 NoGRP II Linear Static Ld .690000GRP II Linear Static E .690000Envolv Envelope No Response Combo GRP 1 .000000 NoEnvolv Response Combo GRP II .000000

2/2 Anexo NO.3.0, Cargas - Combinaciones

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